Uniform Building Code |
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Page 43
... assembly building with a stage and an occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any ...
... assembly building with a stage and an occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any ...
Page 568
... assembly into the vestibule shall have a one and one- half - hour fire - protection rating , and the door assembly from the vestibule to the stairs shall be a smoke- and draft - control assembly having not less than a 20- minute fire ...
... assembly into the vestibule shall have a one and one- half - hour fire - protection rating , and the door assembly from the vestibule to the stairs shall be a smoke- and draft - control assembly having not less than a 20- minute fire ...
Page 688
... ASSEMBLY is a structural unit , the integral parts of which have been built up or assembled prior to incorporation in the building . Tests of Materials Sec . 5002. Every approval of a material not specifically mentioned in this code ...
... ASSEMBLY is a structural unit , the integral parts of which have been built up or assembled prior to incorporation in the building . Tests of Materials Sec . 5002. Every approval of a material not specifically mentioned in this code ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength